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HomeMy WebLinkAbout3050-3C� X SIZE 99999 8 1 2x 8 99999999912x 1 2x8 1 0x 8 1 0x 8 1 0x 8 10x8X DESIGNED BY: DATE: YN DECEMBER, 2001 SECTION F D E E G H I J ITY ENGINEER R.C.E. 51152 DATE: N COVER AT 6'-0"6'-0" TO 8'-0' 8'-1" TO 10'— „AT 4'-0" 4'-1" TO 6'-0"6'-1" TO 8'-0'8'-1" TO 10'— H W 12' — 0" 12' — O" 12' — 0" 10' — 0" 10' — O" 10' — 0" 10)_O)) HEIGHT H 8'-0" 8'-0" 8'-0" 8'-0" 8'_0" 8'_0" 8'_0" TOP SLAB THICKNESS T1 11 " 12 3/4" 14 1/4 9" 9 1/2 10 1/2 12" SIDE WALL THICKNESS T2 8" 8" 8 1/2 1) 8" 8" 8" 8" CENTER WALL THICKNESS T4 8" 8" 8" 8" 8" 8" 8" BOTTOM SLAB THICKNESS T3 12 1/4 14 15 3/4" 10" 10 1/2 12 13 1/2 CONCRETE COVER (2" min.) Y 2" 2" 2" 2" 2" 2" 2" B BAR SIZE & SPACING #4 @ 18" #4 @ 18 #4 @ 18 #4 @ 15" #4 @ 18 #4 @ 18 #4 @ 18" BARS LENGTH 25'-9" 25'-9" 25'-10" 21'-9" 21'-9" 21'-9" 21'-9" Bl BAR SIZE & SPACING #9 @ 18 #9 @ 18" #9 @ 18" #7 @ 15 #8 @ 18" #8 @ 18" #8 @ 18" BARS LENGTH 25'-9" 25'-9" 25'-10" 21'-9" 21'-9" 21'-9" 21'-9" BAR SIZE & SPACING #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" C HORIZ. LENGTH 4'-8 1/2)) 4'-8 1/21) 4'-9" 4'-0" 4'-2 1/2" 4'-2 1/21) 4'-2 1/21) BARS VERT. LENGTH 8'-4" 8'-6" 8'-7 1/2 W 8'-2" 8'-2 1/2 1 8'-4" 8'-5" BAR SIZE & SPACING #4 @ 12" #4 @ 12 #4 @ 12" #4 @ 12 #4 @ 12 #4 @ 12" #4 @ 12" Cl HORIZ. LENGTH 1'-9" 1'-9 1/2)j 1'-10" 1'-7 1/2 " 1'-8" 1'-8 1/2 " 1'-8 1/2' BARS VERT. LENGTH 2'-6" 2'-1 1 /2" 8'-7 1 /2' 2'-3" 2'-2 1 2" 1'-11" 1'-10 1 " BAR SIZE & SPACING #4 @ 12 #4 @ 12" 4 @ 12" 4 @ 12 4 @ 12" 4 @ 12" 4 @ 12" C2 BARS HORIZ. LENGTH 4'-8 1/2' 4'-8 1/2" 4'-9" 3'-7 1/2" 4'-2 1/2" 4'-2 1/2' 4'-2 1/2' LENGTH 2 —5 � 2 —6 1 /2"2'- , 8 1 /2 2'- 2 1 /2 2)-3)) , 2 —4 1 /2 2 —6 „VERT. BAR SIZE. & SPACING #4 @ 12" #4 @ 12" #4 @ 12 #4 @ 12" #4 @ 12 #4 @ 12 #4 @ 12" C3 HORIZ. LENGTH 1'-7 1/2 1'-7 1/2 1'-8" 1'-6 1/2)) 1'-7" 1'-7" 1'-7 1/2] ' -BARS_ VERT. LENGTH 2'-5" 2'-6 1/2" 2'-8 1/2j) 2'-2 1/2" 1'-7" 2'-4 1/2" 2'-6" D BAR SIZE & SPACING #4 @ 18 #4 @ 18" #4 @ 18" # 4 @ 18" #4 @ 18 #4 @ 18 " #4 @ 18 " BARS VERT LENGTH 9'-8" 9'-11 1/2" 10'-3" 9'-4 1/23) 9'-4 1/2)) 9'-7 1 /2 ' 9'-10 1/2 F BAR SIZE & SPACING #4 @ 18 #4 @ 18 #4 @ 18" # 4 @ 15 #4 @ 15 " #4 @ 18 " " #4 @ 15 BARS LENGTH 25'-9" 25'-9" 25'-10" 21'-9" 21'-9" 21'-9" 21'-9" F1 BAR SIZE & SPACING #9 @ 18 #9 @ 18" #9 @ 18" #7 @ 15 #8 @ 15 #8 @18 #8 @ 15" BARS LENGTH 25'-9" 25'-9" 25'-10" 21'-9" 21'-9" 21'-9" 21'-9" G BAR SIZE & SPACING #5 @ 9" #5 @ 9" #8 @ 12 #5 @ 12 #5 @ 9" #5 @ 9" #7 @12 11 BARS LENGTH 18'-8" 18'-8" 18'-8" 7'-8 1/2)) 15-8 1/21) 15-8 1/2" 15-8 1/z. " G1 BAR SIZE & SPACING #7 @ 9" #7 @ 9 #4 @ 12 #5 @ 9" #7 @ 9" #7 @ 9" #4 @ 12" BARS LENGTH 5'-7" 5'-11" 4'-11" 7'-6" 4'-8 1/2)) 4'-11" 4'-3" H BAR SIZE & SPACING #5 @ 9" #6 @ 12" #8 @ 12" # 5 @ 9" # 7 @ 12" #5@9 " " #7@12 BARS LENGTH 18'-8" 18'-8" 18'-8" 7'-6" 15-8 1/2" 15-8 1/2)) 15'-8 1 / " H1 BAR SIZE & SPACING #7 @ 9 #8 @12" #4@12" 6 @ 9 #4@12" 7 @9 #4@12" BARS LENGTH 5'-8" 5'-10" 5'-1" 4'-6" 3'-10 1/2 5'-1" 4'-4 1 /2' ' BOX SECTION REINFORCEMENT z N r 3 BOX SECTION REINFORCEMENT SYM. ABOUT I 4 #5, 12'- 12 " 4-#5, 12' LONG BOX SECTI REINFORCE —2-#5,'12'-0" LONG #3 STIRRUP C� 8' O.C. 4-#5, 12' LONG 4-#5, 12' LONG �4" i O TYPICAL WINDOW, NOT TO SCALE Thornton-Tonlasetti/ NESS/ Coil & Welsh Engineers %-KEU* A DMelon d The Thornton -To wmffl GrroW 15892 South Pasadena Ave. Tustin, CA 92780-5415 wrr (714) 505.2751- (714) 505.1689 fax No. S 04029 New York, NY -Newark,NJ ,T___hunbpA CT -Boston, MA it E P' 9-30-0; L -Dales, 7 , CA l�U C T U�� J,0 # ,6 1628 lF OF CAt���� 12-c8-ol 0 8" O.C. If I j 12" 12'-0•• 12'• NOTE: ALL VERTICAL BARS INTERRUPTED BY THE OPENING SHALL BE PLACED AT ADJACENT WALL AND EQUALLY SPACED IN ADDITION TO THE TYPICAL WALL REINFORCEMENT. DOWEL SHALL MATCH ADDITIONAL VERTICAL BARS. IYPICAL WINDOW OPENING ELEVATION- TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NTS REV. REVISION DESCRIPTION DATE I ENGR. I CITY DATE 2 TOP OF WALL. 1 ALL LONGITUDINAL BARS SHALL BE #4 @ 18" O.C. EXCEPT BOTTOM FACE OF TOP SLAB WHEN DISTRIBUTION REINFORCEMENT IS REQUIRED. 2" 1 SYM. ABOUT LONGITUDINAL BARS EQUALLY SPACED G1 BAR G BAR 2 B BARS 2 It C1 BAR • • B 1 BAR OPTIONAL #4 @ 18 INT " CONST. JO2'i 2„ • e C BAR #4 0 18" O.C. — LONGITUDINAL BARS 00 EQUALLY SPACED C3 BARS • CONSTRUCTION JOINT C2 BARS • INVERT Fj BARS �I j Y ��jF BARS • • H BAR H 1 BAR— N #4 @ 18" #4@18"0. C. - 3„ I CONTINUOUS OPTIONAL ROUGHENED CONST. JOINT #4 @ 18" 'e e ROUGHENED J____CONST. JOINT e e I t,4 li C4@18"� ONTINUOUS T2 W T4 TYPICAL SYMMETRICAL DOUBLE R.C. BOX SECTION NOT TO SCALE BOX CHANNEL BEDDING NOTES SAND UTILIZED FOR BEDDING SHOULD BE FREE FROM CLAY OR ORGANIC MATERIAL, AND SHOULD BE GRADED SUCH THAT 90 TO 100 PERCENT WILL PASS A NO. 200 AND SHOULD HAVE A MINIMUM SAND EQUIVALENT OF 30. THE BEDDING MATERIAL SHOULD BE PLACED ON SUBGRADE WHICH IS FIRM AND UNYIELDING. WHERE IT BECOMES NECESSARY TO REMOVE BOULDERS OR OTHER INTERFERING OBJECTS AT SUBGRADE FOR BEDDING, ANY VOID BELOW SUCH SUBGRADE SHALL BE FILLED WITH THE BEDDING MATERIAL. WHERE SUBGRADE IRREGULARITIES FOR THE BOX CHANNEL RESULT FROM REMOVAL OF LARGE BOULDERS OR COBBLES, SAND BEDDING MATERIAL SHOULD BE PLACED TO PROVIDE UNIFORM SUPPORT. JETTING OF BEDDING OR TRENCH BACKFILL . MATERIALS IS NOT RECOMMENDED. T2 BASE OF WALL. CONSTRUCTION JOINT DETAILS NOT TO SCALE QROV ESS ION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� oNo �• q� q� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `r No. 36052 m THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. 6/30/2004 STANDARDS IN EFFECT. s�CiVI� F OF CAL�Fo Prepared By: ALLARD ENGINEERING 61li-i"Civil Engineering - Land Surveying - Land Planning zx 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 61w w _P • Qffaj I?— -1]?" r7/ Raymond J. Allard, R.C.E. 36052 Date (expires 6/30/2004) 30 BAR 1 » . TRANSVERSE JOINT, O EQ CITY OF FO DANA, CALIFORNIA BASELINE AVENUE STORM DRAIN -PHASE 2 -STAGE 1 DRAWN BY SCALE: STRUCTU AL DETAILS AS SHOWN DESIGNED BY: DATE: YN DECEMBER, 2001 CHECKED BY: APP OVED BY DRAWING NO.: 3 RJA 19 ITY ENGINEER R.C.E. 51152 DATE: